For a simple$-$circular highway curve, the design speed is $100$ km$/$hr and the superelevation rate that will be used is $8\%.$ The roadway has a width of $7\mathrm{.}2$ m $(3\mathrm{.}6$ m per direction$)$ and $2\%$ normal crown. The point of intersection is at $57+34\mathrm{.}23$m$.$ Superelevation will be introduced by rotation about the centerline and the superelevation runoff length will be split $2$:$1$ between the tangent and the curve. The angle of intersection is $49\backslash$deg $52$ and the radius that will be used is $1\mathrm{.}2$ times the minimum allowable and rounded$-$up to a multiple of $5$ m$.$ Find the stationing of the PC and PT and the stationing of the start and end of the tangent runout and superelevation runoff segments for introducing and removing superelevation.